• Title/Summary/Keyword: Pillar shape

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Center Pillar Design for High Bending Collapse Performance (굽힘 붕괴 성능 향상을 위한 센터 필라 설계)

  • Kang, Sungjong;Park, Myeongjae
    • Transactions of the Korean Society of Automotive Engineers
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    • v.21 no.4
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    • pp.128-134
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    • 2013
  • High bending collapse performance (maximum resistance force and mean resistance force) of body center pillar is an important design target for vehicle safety against side impact. In this study, effect of the upper section shape and the thickness of outer reinforcement on bending collapse performance was investigated for the center pillar of a large passenger car. First, through bending collapse analyses using simple models with uniform section, an optimized center pillar upper section was chosen. Next, bending collapse performance for various models of the actual center pillar with changing the thickness of outer reinforcement were analyzed. The finally designed model showed distinctive enhancement in bending collapse performance nearly without weight increase.

TCAD Simulation of Silicon Pillar Array Solar Cells

  • Lee, Hoong Joo
    • Journal of the Semiconductor & Display Technology
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    • v.16 no.1
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    • pp.65-69
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    • 2017
  • This paper presents a Technology-CAD (TCAD) simulation of the characteristics of crystalline Si pillar array solar cells. The junction depth and the surface concentration of the solar cells were optimized to obtain the targeted sheet resistance of the emitter region. The diffusion model was determined by calibrating the emitter doping profile of the microscale silicon pillars. The dimension parameters determining the pillar shape, such as width, height, and spacing were varied within a simulation window from ${\sim}2{\mu}m$ to $5{\mu}m$. The simulation showed that increasing pillar width (or diameter) and spacing resulted in the decrease of current density due to surface area loss, light trapping loss, and high reflectance. Although increasing pillar height might improve the chances of light trapping, the recombination loss due to the increase in the carrier's transfer length canceled out the positive effect to the photo-generation component of the current. The silicon pillars were experimentally formed by photoresist patterning and electroless etching. The laboratory results of a fabricated Si pillar solar cell showed the efficiency and the fill factor to be close to the simulation results.

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Optimization of blank geometry for the stamping process of B-pillar using design of experiments (실험 계획법을 사용한 B-Pillar 성형공정에서 블랭크 형상 최적화)

  • Youn, Hyung-Won;Choi, Yong-seok;Lee, Chang-Whan
    • Design & Manufacturing
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    • v.15 no.2
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    • pp.17-22
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    • 2021
  • The shape of the blank greatly affects the formability and quality of the product after the stamping process. In this study, the geometry of the B-Pillar blank in the stamping process was optimized using design of experiments. The geometry of the blank for the B-pillar was simplified with the two length values and two radius values. The effects of design variables were studied through the Design of experiments. The stamping process of the B-pillar was predicted with the Finite Element Analysis (FEA). The optimized blank geometry was obtained. It results in the reduced maximum equivalent plastic strain. The local necking and the wrinkling did not occurred with the optimized blank geometry.

Light-weight Design with a Simplified Center-pillar Model for Improved Crashworthiness (측면충돌 성능 향상을 위한 고강도 강판의 적용 및 단순 센터필러 모델의 최적경량설계)

  • Bae, Gi-Hyun;Huh, Hoon;Song, Jung-Han;Kim, Se-Ho
    • Transactions of the Korean Society of Automotive Engineers
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    • v.14 no.6
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    • pp.112-119
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    • 2006
  • This paper is concerned with the light-weight design of a center-pillar assembly for the high-speed side impact of vehicle using advanced high strength steels(AHSS). Steel industries continuously promote the ULSAB-AVC project for applying AHSS to structural parts as an alternative way to improve the crashworthiness and the fuel efficiency because it has the superior strength compared to the conventional steel. In order to simulate deformation behavior of the center-pillar assembly, a simplified center-pillar model is developed and parts of that are subdivided employing tailor-welded blanks(TWB) in order to control the deformation shape of the center-pillar assembly. The thickness of each part which constitutes the simplified model is selected as a design parameter. Factorial design is carried out aiming at the application and configuration of AHSS to simplified side-impact analysis because it needs tremendous computing time to consider all combinations of parts. In optimization of the center-pillar, S-shaped deformation is targeted to guarantee the reduction of the injury level of a driver dummy in the crash test. The objective function is constructed so as to minimize the weight and lead to S-shape deformation mode. Optimization also includes the weight reduction comparing with the case using conventional steels. The result shows that the AHSS can be utilized effectively for minimization of the vehicle weight and induction of S-shaped deformation.

Stress Analysis of the Vacuum glazing according to the Pillar shapes and Arrangements using Finite Element Method (FEM을 이용한 지지대 형상 및 배열에 따른 진공창 유리의 응력해석)

  • Kim, Jae-Kyung;Jeon, Euy-Sik;Kim, Young-Shin
    • Journal of the Semiconductor & Display Technology
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    • v.9 no.1
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    • pp.49-54
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    • 2010
  • Windows are still the thermally weakest part in considering energy efficiency. The vacuum glazing is considered as a new alternative in terms of energy efficiency. Vacuum glazing are consisting of two separated glass, pillars are support the under and upper glass. Therefore in this paper suggested the pillar shapes and array arrangements method using Finite Element Method and validity were proved by comparing and analyzing with the research that it is announced through the existing experiment. It is considered to solve pillar shapes and arrangement method problem of the vacuum glazing using proposed FEM analysis.

Extracting Photosynthetic Electrons from Thylakoids on Micro Pillar Electrode

  • Ryu, DongHyun;Kim, Yong Jae;Ryu, WonHyoung
    • International Journal of Precision Engineering and Manufacturing-Green Technology
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    • v.5 no.5
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    • pp.631-636
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    • 2018
  • Extraction of photosynthetic currents from thylakoids was studied using micro pillar structured electrode. Thylakoids were isolated from spinach leaves, and the size and shape of thylakoids were estimated from scanning electron microscopy images. Based on the geometry information of thylakoids, micro pillar shaped electrode was designed and fabricated using metal-assisted chemical etching of silicon wafers. Influence of photovoltaic effect on the silicon-based micro pillar electrode was confirmed to be negligible. Photosynthetic currents were measured in a three-electrode setup with an electron mediator, potassium ferricyanide. Photosynthetic currents from micro pillar electrodes were enhanced compared with the currents from flat electrodes. This indicates the significance of the enhanced contact between thylakoids and an electrode for harvesting photosynthetic electrons.

A preliminary study on economical efficiency of a room-and-pillar excavation method in comparison with 2-arch tunnelling method (2아치 터널 굴착 공법과의 비교를 통한 주방식 굴착 공법의 예비 경제성 검토 연구)

  • Lee, Chulho;Chang, Soo-Ho;Ahn, Sung-Youll;Shin, Hyu-Soung
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.15 no.6
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    • pp.599-612
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    • 2013
  • This study aims to investigate an economical efficiency of two excavation methods with respect to the room-and-pillar method for the underground space and conventional excavation method, i.e. 2-arch tunnelling method. For feasibility study, an excavation cost for both room-and-pillar method and 2-arch tunnelling method was estimated when the same space in operation was required. It was assumed that properties of reinforcements and rock were adopted from literatures. However, an excavation shape of the room-and-pillar method was assumed not to be the rectangular shape which is a general type in the room-and-pillar method but to be an arch shape in order to compare with the conventional excavation method (2-arch tunnelling) and to achieve the maximum bearing capacity of the structure during excavation. Consequently, the wider space in use or required and the better condition of rock we assumed, the more economical advantage we have in the room-and-pillar method than the 2-arch tunnelling method.

The Change of Pillar Strength due to Joint Dip Angles, Total Trace Length and Width-to-Height ratio of a Pillar (절리면의 방향, 절리선 길이 및 광주 형상비가 광주 강도에 미치는 영향 분석)

  • Choi, Ji-won;Lee, Yong-Ki;Song, Jae-Joon
    • Tunnel and Underground Space
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    • v.30 no.3
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    • pp.226-241
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    • 2020
  • The stability of underground mine cavity is closely related with pillar strength. The vulnerability of pillars can be judged and reinforced if the pillar strength is known. The pillar strength is affected by characteristics of discontinuities and shape of a pillar. The change of pillar strength due to a discontinuity passing through the center of a pillar, width-to-height ratio of a pillar and small joints existing within a pillar was analyzed using PFC 3D. The result showed that the pillar strength is influenced by dip angle of a discontinuity and it increases as width-to-height ratio of a pillar increases. The pillar strength decreases as the number of contained joints increases. The relationship between total trace length observable from the pillar surface and the pillar strength was regressed with exponential function. The correlation coefficient of the regression was high enough so that pillar strength can be predicted using total trace length if a joint set exists in a pillar. Lastly, the method to estimate the strength of a pillar that includes two joint sets was proposed if the joint dip angles are 60°, 30°. The method also need total trace lengths of two joint sets.

Study on the Forming of Tailor Welded T-Section (레이저 용접 판재의 T형 단면에의 적용 및 성형성 연구)

  • 김헌영
    • Proceedings of the Korean Society for Technology of Plasticity Conference
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    • 2000.04a
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    • pp.159-162
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    • 2000
  • Wrinkles and shape distortions are generated during the forming of B-pillar(or center pillar) which is a component of the automobile side-frame. The stretch flanging modes at the joining part of the B-pillar and the roof-rail or the side-still give rise to forming problems when taior-welded blanks are applied to the side-frames. The authors simplified B-pillar lower part to T shaped section to investigate the forming behaviors. Three of die step locations and two of blank types were tested to show the effects of weld line locations and edge conditions on he forming of tailor welded blanks. The heights of body wrinkles and the strain distribution in the stretch flanged area were measured and compared.

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